Weetabix Food Company, Clinton, MA: Notice of Intent for the … · 2012-04-22 · Email address of...

apaCCiO Engineering 00

Vnvironmental Helping Industry and the Environment Prosper

September 26 2008

US EP A Region

NCCW GP Processing Municipal Assistance Unit (CMU) 1 Congress Street Suite 1100 Boston MA 02114-2023

RE Weetabix Food Company Notice of Intent

To Whom It May Concern

Capaccio Environmental Engineering Inc is submitting the enclosed Notice on Intent to discharge Noncontact Cooling Water on behalf of the Weetabix Food Company (WEET ABIX) located at 20 Cameron Street Clinton MA WEE TAB IX requests coverage under the new General Permit that became effective on August 1 2008 WEET ABIX uses municipal water as an emergency backup to a closed loop cooling water system

If you have any questions feel free to contact me at (508) 970-0033 ext 114

Sincerely Capaccio Environmental Engineering Inc BY

Lucille Servidio CHMM TURP Vice President

cc MF 02-045 J

293 Boston Post Road Marlborough Massachusetts 01752 0 T 508 970 0033 0 F 508 970 0028 0 www capaccio com 0 www iso14000com

--- --

- -

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APP

EN

DIX

5

SU

lle

sted

For

m f

or N

otic

e of

Int

ent (

NO

I) f

or th

e N

onco

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t Coo

linl

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er G

ener

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erm

it 1

G

I fa

cil

fonnation Please orovide the fo

llow

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rmat

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abou

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f il

ciltv

a) N

ame

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eeta

bix

Food

Com

pany

T

ype

of B

usin

ess

Cereal Preparations

Faci

lty L

ocat

ion

Add

ress

Fa

cilty

Mai

lng

Add

ress

(if

not

loca

tion

addr

ess)

Faci

lty S

IC20

Cam

eron

Str

eet

codes 2043

sam

e as

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lity

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ton

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itude

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Email address of owner J

b) N

ame

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acili

ty o

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eeta

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Food

Com

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oon

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4

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4

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Add

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Com

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ame

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ffrey

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oner

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ll N

CC

W d

isch

arge

poi

nts

ups

trea

m a

nd

downstream monitoring points Map attached

see appendix 1

e) C

heck

Yes

or

No

for

the

follo

win

g

1 Has a prior NPDES permit been granted for the discharge Yes

If Y

es P

erm

it N

umbe

r M

AG

2507

59

2 I

s th

e di

scha

rge

a n

ew d

isch

arge

as

def

ined

by

40 C

FR S

ectio

n 12

222 Yes

No-

3

Is

the

faci

lty c

over

ed b

y an

indi

vidu

al N

PD

ES

per

mit

Yes

If

Yes

Per

mit

Num

ber

4 I

s th

ere

a pe

ndin

g ap

plic

atio

n on

fie

with

EPA

for

this

dis

char

ge

Ye

No

If Y

es d

ate

ofsu

bmitt

al 1

21

2005

731

200

8 N

onco

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orm

2 Dischafle information Please provide information about the dischare (attachin additional sheets as needed) a) Name of receiving water into which discharge wil occur Nashua River South Branch

State Water Quality Classification Freshwater Marine WaterClass B

b) Describe the discharge activities for which the ownerapplicant is seeking coverage See appendix 2

FOR MASSACHUSETTS FACILITIES ONLY Engineering Calculations Submit the completed engineering calculation of the surface water temperature rise as shown in Attachment A of the General Permit Check if attached see appendix 3

d) Number of outfalls

For each outfall see appendix 4

e) What is the maximum daily and average monthly flow ofthe discharge Note that EPA wil use the flow reported here as the facilty permitted effuent flow limit Max Daily Flow GPD Average Flow GPD

What is the maximum daily and average monthly temperature ofthe discharge (in degrees F) Max Temp Average Temp

g) What is the maximum and minimum monthly pH of the discharge (in s ) Max pH Min pH

h) FOR MASSACHUSETTS FACILITIES ONLY Is the source water of the NCCW potable water Yes If Yes EPA wil calculate the Total Residual Chlorine limit for facilties located in Massachusetts see appendix 5

If no is the discharge periodic (P) (occurs regularly ie monthly or seasonally but is not continuous all year) or intermittent (I) (occurs sometimes but not regularly) or both (B) If (P) number of days or months per year of the discharge and the specific months of discharge If (I) number of daysyear there is a discharge -1

Is the discharge continuous Yes

j) Latitude and longitude of each discharge within 100 feet outfall 1 long lat outfall 2 long lat outfall3 long httpwwwepagovitrilreportsiting tool) see appendix 4lat (See

k) Provide the reported or calculated seven day-ten year low flow (7QI0) ofthe receiving water cfs Please attach any calculation sheets used to support stream flow and dilution calculations See General Permit Attachment B for equations and additional information see appendix 5

MASSACHUSETTS FACILITIES See Part 34 and Appendix 1 of the General Permit for more information on ACEC Areas of Critical Environmental Concern (ACEC) Does the discharge occur in an ACEC Yes No

If yes provide the name of the ACEC

73li2008 Noncontact Cooling Water GP - Appendix 5 Suggested Notice ofIntent Fornl

3 NCCW Source Water Information Please provide infonnation about the NCCW source water usin separate sheets as necessarv a) Indicate source of the NCCW (Le municipal water supply b) If source water is surface waterprivate well surface water withdrawal groundwater) i) Is it a freshwater river or stream Yes- No

Municipal Water SupplySource ii) Is it a lake reservoir Name of Source Water Wachusett Reservoir

II S I 1 a river es uary ocean c) Is the source water groundwater Yes No If yes see Appendix 8 and

Is the source registeredpermitted under MA Water Management submit effuent and surface water test results as required in Part 54 of the General Act or NHDES Water User Registration Rule (Env Wq 2202) Permit Yes d) Does the facility use both a primary and backup source of noncontact cooling waterYes If yes registration number If yes attach information that identifies and explains the primary and backup sources of

noncontact cooling water for and how often the backup supply was used in last three years

4 Best Technolo Available for CWIS Are you subject o BTA requirements at Part 42 ofthe General Pennit (Facility s discharge is c vered by this General Permit and the facilty withdrawsnoncontact coohng water from surface source water) Yes No f If No explam The municipal water supply is the source of NCCW

If YES attach the facility-specific BT A description as required in Part 43 of the General Permit For additional information and guidance see Questions 13shy23 of the NCCW Fact Sheet posted at httpwwwepa govregion1nlJdesnccwgphtml Provide a map showing the location of each CWIS intake structureNCCW outfall(s) and any CWIS feature referred to in the BT A description

Include in your description Measures to meet the General Pennit Part 4 a general BT A requirements including documentation that describes the facility s monitoring programfor impinged fish andor invertebrate or the required alternative monitoring plan frequency andor protocol A characterization of the source water body s aquatic life habitat in the vicinity of each CWIS during the seasons when the CWIS may be in use The attributes of the current CWIS Design measures of the CWIS Operation measures of the CWIS Historical occurrence of impinged fish for the past five years If applicable a demonstration that the facility s intake rate is commensurate with a closed-cycle recirculation systemOther components to reduce impingement andor entrainment of aquatic life

7312008 Noncontact Cooling Water GP - Appendix 5 Suggested Notice ofIntent Form

4 BTA FOR CWISCONTINUED

Provide the following information for each CWIS to support your attached facilty-specific BT A description Design capacity ofthe of the CWIS MGD Maximum monthly average intake of the CWIS during the previous five years MGD Month in which this flow occurred Maximum through-screen design intake velocity feetsecond (fps)

For facilties where the CWIS is located on a freshwater river or stream provide the following information The source water s annual mean flow cubic feetsecond (cfs) as available from USGS or other appropriate source The design intake flow as a of the source water s annual mean flow Attach calculations if equal to or less than 5 of annual mean flow The source water s 7Q10 _cfs See Attachment B of the General Permit for more information on 7Q10 determinations The desien intake flow as a percent ofthe source water s 7Q10

5 Contaminant Information If applicable attach a listing of all non-toxic pH neutralization andor dechlorination chemicals used including chemical name and manufacturer maximum and average daily quantity used as well as the maximum and average daily expected concentrations (mgl) in the NCCW discharge and the vendor s reported aquatic toxicity (NOAEL andor LC in percent for aquatic organism(s)) No pH neutralization or dechlorination chemicals are used

6 Determination of Endangered Species Act Eligibilty Provide documentation of ESA eligibilty as required at Part 34 and Appendix 2 Part C Ste 4 of the General Permit In addition res ond to the followin uestions

a) Are any listed threatened or endangered species or designated critical habitat in proximity to the discharge Yes b) Has any consultation with the federal services been completed Yes- NOL ) Is consultation underway Yes NoL

d) What were the results of the consultation with the US Fish and Wildlife Service andor NOAA Fisheries Servce (check one) a no jeopardy opinion or written concurrence NA on a finding that the discharges are not likely to adversely affect any endangered species or

e) Which of the five eligibilty criteria listed in Appendix 2 Section B (A D or E) have you met A

t) Attach a copy of the most current federal listing of endangered and threatened species from the USF amp W web site listed in Appendices 2 2 1 and endix 6tee

7 Documentation of National Historic Preservation Act requirements Please respond to the followinl Questions a) Are any historic properties listed or eligible for listing on the National Register of Historic Places located on the facilty site or in proximity to the discharge Yes No

b) Have any State or Tribal historic preservation offcers been consulted in this determination Yes or No If yes attach the results of theconsultation(s) c) Which ofthe three National Historic Preservation Act requirements listed in Appendix 3 Section C (12 03) have you met

7312008 NoncontactCooling Water GP - Appendix 5 Suggested Notice ofIntent Form

8 Supplemental Information Please provide any supplemental information Attach any analytical data used to support the application Attach any certification(s) required by the general permit

9 Signature Requirements The Notice of Intent must be signed by the operator in accordance with the signatory requirements of 40 CFR Section 122 (see below) including the following certification

I certify under penalty of law that (1) no biocides or other chemical additives except for those used for pH adjustment andor dechlorination are used in the noncontact cooling water (NCCW) system (2) the discharge consists solely of NCCW (to reduce temperature)and authorized pH adjustment andor dechlorination chemicals (3) the discharge does not come in contact with any raw materialsintermediate product water product (other than heat) or finished product (4) if the discharge of noncontact cooling water subsequentlymixes with other wastewater (i stormwater) prior to discharging to the receiving water any monitoring provided under this permit wilbe only for noncontact cooling water (5) where applicable the facility has complied with the requirements of this permit specific to theEndangered Species Act and National Historic Preservation Act and (6) this document and all attachments were prepared under mydirection or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted

Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the informationI certify that the information submitted is to the best of my knowledge and belief true accurate and complete I certify that I am aware that there are significant penalties for submitting false information including the possibilty of fine and imprisonment for knowing violations

Facilty Name Weetabix Food Company

Operator signaturl

vI c cZIr()rJS NoZrr 1fteT(Title

9 - S-Date

Federal regulations require this application to be signed as follows 1 For a corporation by a principal executive officer of at least the level of vice president 2 For a partnership or sole proprietorship by a general partner or the proprietor respectively or3 For a municipality State Federal or other public facility by either a principal executive officer or ranking elected official

7312008 Noncontact Cooling Water GP - Appendix 5 Suggested Notice of Intent Form

Building Latiude 42409917 Longitude 71679744 Name HUDSON IgkDate 9242008 Caption Figure 1 - Site Location PoR(IW6293 BoIIOI

JamprblOh MA01752Scale 1 inch equals 2000 feet Client Weetabix ro)1t7tlrddlhn

Datum NAD27 Copyright (C) 1997 Maptech Inc

Name CLINTON SE NW MA Building Latitude 42409917 Longitude 71679744 Date 9242008 Caption Figure 2 - NCCW Discharge Map

103SMIo IdshyMlrboughM01152Scale 1 inch equals 600 feet Client Weetabix fjf1 ICIIampMlr

lJm NAD27 Copyright (C) 2007 Maptech lnc

Notice of Intent for Noncontact Cooling Water General Permit Appendix 2

Weetabix Food Company 20 Cameron Street Clinton MA

Description of Discharge Activities

The discharge of noncontact cooling water (NCCW) regulated under the General Permit is an emergency backup for the normal cooling system The normal cooling water system is a closed loop system that cools the flaking mils and compressors in the boiler room In the event of an emergency municipal water can be diverted to cool the equipment During an emergency municipal water would not be used for cooling

purposes for longer than 12 hours Maximum and daily flows are based on municipal water being used to cool all mills and compressors for 12 hours A description of each outfall associated processes and flow characteristics can be found in appendix 4 Municipal water has not been used for any cooling water puroses in the past year

) () (



Receiving Water Temperate Engineering Calculation

= (M M Tr = Change in river temp p = Mass of Effuent

= Mass of River T p = Change in temp (effuent- influent)

= (M M

= (180gpm1187 5 gpm)(73 F shy

= (0 151)(13)

=197

Notes Volume can be substituted for mass as long as units are consistent Mass of river determined from 7QIO Effluent temperature determined from the average of testing done by Weetabix Influent temperature determined form average groundwater temperature

Not

ice

ofIn

tent

for

Non

cont

act C

oolin

g W

ater

Gen

eral

Per

mit

Appendix 4

Wee

tabi

x Fo

od C

ompa

ny

20 C

amer

on S

tree

t C

linto

n M

A

Out

fall

Des

crip

tion

Flow Rate

Ave

rage

Dai

ly

Max

Dai

ly

Outfall No

Dis

char

ge L

ocat

ion

(See

Site

Pla

n)

Lon

gitu

de

Lat

itude

E

quip

men

t (g

pm)

Flow

(gp

d)

Flow

(gpd

) M

in T

emp

Max

Tem

p M

ax p

H

Min

pH

NC

CW

ties

in w

ith r

oof

drai

ns a

nd d

isch

arge

s w

ith s

tonn

wat

er

disc

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e sy

stem

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ipe

near

par

king

lot

7168

0 42

410

C

S-2

Com

Mill

s 57

600

5760

0 C

S-I

Bra

n L

ine

Mil

4 p

ipe

disc

harg

ing

off 1

st fl

oor

roof

into

riv

er

716

80

424

10

Cs-

I 3r

d Fl

oor

Ric

e M

ils

5760

0 57

600

N

CC

W d

isch

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s vi

a pi

pe a

t Eas

t Wal

l of

com

pres

sor

room

fl

ows

acro

ss g

roun

d to

riv

er

7167

9 42

410

C

om p

reS

sors

14

400

1440

0

NO

I Out

fall

Des

crip

tion

xls

9124

1200

8

g

Notice of Intent for N

oncontact Cooling W

ater General Perm

it Appendix 5

Weetabix Food C

ompany

20 Cam

eron Street C

linton MA

Dilution Factor

Dilution Factor = il

x 1

55)1

(Qp x 1 55)

Dilution Factor =

r2 64 cfs + (0 129 M

GD

x 1 55)) 129 M

GD

x 155

Dilution Factor =

(2 8390 199)

Dilution Factor =

1426

Maxim

um D

aily Total R

esidual Chlorine (T

RC

)

Max D

aily TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass F

reshwater A

cute)

Max D

aily TR

C =

(1426)(19 ugL)

Max D

aily TR

C =

27094 ugL

A verage M

onthly Total R

esidual Chlorine (T

RC

)

Average M

onthly TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass Freshwater Chronic)

Average M

onthly TR

C =

(14 26)(11 ugL)

Average M

onthly TR

C =

156 86 ugL

FEDERALLY LISTED ENDANGERED AND THREATENED SPECIES IN MASSACHUSETTS

COUNTY SPECIES FEDERAL GENERAL LOCA TIONHABIT A T TOWNS STATUS

Barnstable Piping Plover Threatened Coastal Beaches All Towns Roseate Tern Endangered Coastal beaches and the Atlantic Ocean All Towns

Northeastern beach Threatened Coastal Beaches Chathamtiger beetle

Sandplain gerardia Endangered Open areas with sandy soiJs Sandwich and FalmouthNorthern Red-bellied Endangered Inland Ponds and Rivers Bourne (north of the Cape Cod Canal)

cooter Berkshire Bog Turtle Threatened Wetlands Egremont and Sheffeld

Bristol Piping Plover Threatened Coastal Beaches Fairhaven Dartmouth WestportRoseate Tern Endangered Coastal beaches and the Atlantic Ocean Fairhaven New Bedford Dartmouth

WestDort Northern Red-bellied Endangered Inland Ponds and Rivers Raynham and Taunton

cooter Dukes Roseate Tern Endangered Coastal beaches and the Atlantic Ocean All Towns

Piping Plover Threatened Coastal Beaches All Towns Northeastern beach Threatened Coastal Beaches Aquinnah and Chilmark

tiger beetle Sandplain gerardia Endangered Open areas with sandy soifs West Tisbury

Essex Small whorled Threatened Forests with somewhat poorly drained soils Gloucester Essex and ManchesterPogonia andor a seasonally high water table

Piping Plover Threatened Coastal Beaches Glocester Essex Ipswich Rowley Revere Newbury Newburyport and Salisbury

Franklin Northeastern bulrush Endangered Wetlands MontaueDwarf wedgemussel Endangered Mill River Whatelv

Hampshire Small whorled Threatened Forests with somewhat poorly drained soils HadleyPogonia andor a seasonally high water table

Puritan tiger beetle Threatened Sandy beaches along the Connecticut River Northampton and HadleyDwarf wedgemussel Endangered Rivers and Streams Hadley Hatfield Amherst and Northampton

Hampden Small whorled Threatened Forests with somewhat poorly drained soils SouthwickPogonia andor a seasonally high water table

Middlesex Small whorled Threatened Forests with somewhat poorly drained soils GrotonPogonia andor a seasonally high water table

Nantucket Piping Plover Threatened Coastal Beaches Nantucket Roseate Tern Endangered Coastal beaches and the Atlantic Ocean Nantucket

American burying Endangered Upland grassy meadows Nantucketbeetle

Plymouth Piping Plover Threatened Coastal Beaches Scituate Marshfield Duxbury Plymouth Wareham and MattaDoisett

Northern Red-bellied Endangered Inland Ponds and Rivers Kingston Middleborough Carver Plymouthcoo te r Bourne and Wareham

Roseate Tern Endangered Coastal beaches and the Atlantic Ocean Plymouth Marion Wareham and Mattapoisett

Suffolk Piping Plover Threatened Coastal Beaches WinthropWorcester Small whorled Threatened Forests with somewhat poorly drained soils Leominster

Pogonia andor a seasonally high water table

Eastern cougar and gray wolf are considered extirpated in Massachusetts Endangered gray wolves are not known to be present in Massachusetts but dispersing

individuals from source populations in Canada may occur statewide Critical habitat for the Northern Red-bellied cooter is present in Plymouth County

7312008

--- --

- -

---

APP

EN

DIX

5

SU

lle

sted

For

m f

or N

otic

e of

Int

ent (

NO

I) f

or th

e N

onco

ntac

t Coo

linl

Wat

er G

ener

al P

erm

it 1

G

I fa

cil

fonnation Please orovide the fo

llow

in

info

rmat

ion

abou

t the

f il

ciltv

a) N

ame

offa

cilit

y W

eeta

bix

Food

Com

pany

T

ype

of B

usin

ess

Cereal Preparations

Faci

lty L

ocat

ion

Add

ress

Fa

cilty

Mai

lng

Add

ress

(if

not

loca

tion

addr

ess)

Faci

lty S

IC20

Cam

eron

Str

eet

codes 2043

sam

e as

faci

lity

loca

tion

Clin

ton

MA

015

10

long

itude

-71

680

la

titud

e

424

09

Email address of owner J

b) N

ame

of f

acili

ty o

wne

r W

eeta

bix

Food

Com

pany

sp

oon

wee

a Ix

nac

omt b

978-

368-

0991

Ow

ner

s T

el

O

wne

r is

(ch

eck

one)

1 F

eder

al

2 S

tate

- 3

Tri

bal

Ow

ner

s Fa

x

978-

365-

7268

4

Pri

vate

4

Oth

er (D

escr

ibe)

Add

ress

of

owne

r (i

f di

ffer

ent f

rom

fac

ility

add

ress

) sa

me

as fa

cilty

loca

tion

Lega

l nam

e of

Ope

rato

r if

not

ow

ner

W

eeta

bix

Food

Com

pany

Ope

rato

r C

onta

ct N

ame

Je

ffrey

Spo

oner

Ope

rato

r T

el N

umbe

r

978-

368-

0991

Fa

x N

umbe

r 9

78-3

65-7

268

Ope

rato

r s

emai

l js

poon

w

eeta

bixn

a c

om

Ope

rato

r A

ddre

ss (

if d

iffe

rent

fro

m o

wne

r) s

ame

as fa

cilit

y lo

catio

n

d) A

ttach

topo

grap

hic

map

indi

catin

g th

e lo

catio

ns o

f the

faci

lty a

nd th

e re

ceiv

ing

wat

er a

ll N

CC

W d

isch

arge

poi

nts

ups

trea

m a

nd

downstream monitoring points Map attached

see appendix 1

e) C

heck

Yes

or

No

for

the

follo

win

g

1 Has a prior NPDES permit been granted for the discharge Yes

If Y

es P

erm

it N

umbe

r M

AG

2507

59

2 I

s th

e di

scha

rge

a n

ew d

isch

arge

as

def

ined

by

40 C

FR S

ectio

n 12

222 Yes

No-

3

Is

the

faci

lty c

over

ed b

y an

indi

vidu

al N

PD

ES

per

mit

Yes

If

Yes

Per

mit

Num

ber

4 I

s th

ere

a pe

ndin

g ap

plic

atio

n on

fie

with

EPA

for

this

dis

char

ge

Ye

No

If Y

es d

ate

ofsu

bmitt

al 1

21

2005

731

200

8 N

onco

ntac

t Coo

ling

Wat

er G

P -

App

endi

x 5

Sug

gest

ed N

otic

e of

Int

ent F

orm












































Operator signaturl


9 - S-Date














) () (






= (M M

= (180gpm1187 5 gpm)(73 F shy

= (0 151)(13)

=197


Not

ice

ofIn

tent

for

Non

cont

act C

oolin

g W

ater

Gen

eral

Per

mit

Appendix 4

Wee

tabi

x Fo

od C

ompa

ny

20 C

amer

on S

tree

t C

linto

n M

A

Out

fall

Des

crip

tion

Flow Rate

Ave

rage

Dai

ly

Max

Dai

ly

Outfall No

Dis

char

ge L

ocat

ion

(See

Site

Pla

n)

Lon

gitu

de

Lat

itude

E

quip

men

t (g

pm)

Flow

(gp

d)

Flow

(gpd

) M

in T

emp

Max

Tem

p M

ax p

H

Min

pH

NC

CW

ties

in w

ith r

oof

drai

ns a

nd d

isch

arge

s w

ith s

tonn

wat

er

disc

harg

e sy

stem

to p

ipe

near

par

king

lot

7168

0 42

410

C

S-2

Com

Mill

s 57

600

5760

0 C

S-I

Bra

n L

ine

Mil

4 p

ipe

disc

harg

ing

off 1

st fl

oor

roof

into

riv

er

716

80

424

10

Cs-

I 3r

d Fl

oor

Ric

e M

ils

5760

0 57

600

N

CC

W d

isch

arge

s vi

a pi

pe a

t Eas

t Wal

l of

com

pres

sor

room

fl

ows

acro

ss g

roun

d to

riv

er

7167

9 42

410

C

om p

reS

sors

14

400

1440

0

NO

I Out

fall

Des

crip

tion

xls

9124

1200

8

g


oncontact Cooling W

ater General Perm

it Appendix 5

Weetabix Food C

ompany

20 Cam

eron Street C

linton MA

Dilution Factor


x 1

55)1

(Qp x 1 55)

Dilution Factor =

r2 64 cfs + (0 129 M

GD

x 1 55)) 129 M

GD

x 155

Dilution Factor =

(2 8390 199)

Dilution Factor =

1426

Maxim

um D

aily Total R

esidual Chlorine (T

RC

)

Max D

aily TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass F

reshwater A

cute)

Max D

aily TR

C =

(1426)(19 ugL)

Max D

aily TR

C =

27094 ugL

A verage M

onthly Total R

esidual Chlorine (T

RC

)

Average M

onthly TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C


Average M

onthly TR

C =

(14 26)(11 ugL)

Average M

onthly TR

C =

156 86 ugL




























7312008












































Operator signaturl


9 - S-Date














) () (






= (M M

= (180gpm1187 5 gpm)(73 F shy

= (0 151)(13)

=197


Not

ice

ofIn

tent

for

Non

cont

act C

oolin

g W

ater

Gen

eral

Per

mit

Appendix 4

Wee

tabi

x Fo

od C

ompa

ny

20 C

amer

on S

tree

t C

linto

n M

A

Out

fall

Des

crip

tion

Flow Rate

Ave

rage

Dai

ly

Max

Dai

ly

Outfall No

Dis

char

ge L

ocat

ion

(See

Site

Pla

n)

Lon

gitu

de

Lat

itude

E

quip

men

t (g

pm)

Flow

(gp

d)

Flow

(gpd

) M

in T

emp

Max

Tem

p M

ax p

H

Min

pH

NC

CW

ties

in w

ith r

oof

drai

ns a

nd d

isch

arge

s w

ith s

tonn

wat

er

disc

harg

e sy

stem

to p

ipe

near

par

king

lot

7168

0 42

410

C

S-2

Com

Mill

s 57

600

5760

0 C

S-I

Bra

n L

ine

Mil

4 p

ipe

disc

harg

ing

off 1

st fl

oor

roof

into

riv

er

716

80

424

10

Cs-

I 3r

d Fl

oor

Ric

e M

ils

5760

0 57

600

N

CC

W d

isch

arge

s vi

a pi

pe a

t Eas

t Wal

l of

com

pres

sor

room

fl

ows

acro

ss g

roun

d to

riv

er

7167

9 42

410

C

om p

reS

sors

14

400

1440

0

NO

I Out

fall

Des

crip

tion

xls

9124

1200

8

g


oncontact Cooling W

ater General Perm

it Appendix 5

Weetabix Food C

ompany

20 Cam

eron Street C

linton MA

Dilution Factor


x 1

55)1

(Qp x 1 55)

Dilution Factor =

r2 64 cfs + (0 129 M

GD

x 1 55)) 129 M

GD

x 155

Dilution Factor =

(2 8390 199)

Dilution Factor =

1426

Maxim

um D

aily Total R

esidual Chlorine (T

RC

)

Max D

aily TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass F

reshwater A

cute)

Max D

aily TR

C =

(1426)(19 ugL)

Max D

aily TR

C =

27094 ugL

A verage M

onthly Total R

esidual Chlorine (T

RC

)

Average M

onthly TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C


Average M

onthly TR

C =

(14 26)(11 ugL)

Average M

onthly TR

C =

156 86 ugL




























7312008












) () (






= (M M

= (180gpm1187 5 gpm)(73 F shy

= (0 151)(13)

=197


Not

ice

ofIn

tent

for

Non

cont

act C

oolin

g W

ater

Gen

eral

Per

mit

Appendix 4

Wee

tabi

x Fo

od C

ompa

ny

20 C

amer

on S

tree

t C

linto

n M

A

Out

fall

Des

crip

tion

Flow Rate

Ave

rage

Dai

ly

Max

Dai

ly

Outfall No

Dis

char

ge L

ocat

ion

(See

Site

Pla

n)

Lon

gitu

de

Lat

itude

E

quip

men

t (g

pm)

Flow

(gp

d)

Flow

(gpd

) M

in T

emp

Max

Tem

p M

ax p

H

Min

pH

NC

CW

ties

in w

ith r

oof

drai

ns a

nd d

isch

arge

s w

ith s

tonn

wat

er

disc

harg

e sy

stem

to p

ipe

near

par

king

lot

7168

0 42

410

C

S-2

Com

Mill

s 57

600

5760

0 C

S-I

Bra

n L

ine

Mil

4 p

ipe

disc

harg

ing

off 1

st fl

oor

roof

into

riv

er

716

80

424

10

Cs-

I 3r

d Fl

oor

Ric

e M

ils

5760

0 57

600

N

CC

W d

isch

arge

s vi

a pi

pe a

t Eas

t Wal

l of

com

pres

sor

room

fl

ows

acro

ss g

roun

d to

riv

er

7167

9 42

410

C

om p

reS

sors

14

400

1440

0

NO

I Out

fall

Des

crip

tion

xls

9124

1200

8

g


oncontact Cooling W

ater General Perm

it Appendix 5

Weetabix Food C

ompany

20 Cam

eron Street C

linton MA

Dilution Factor


x 1

55)1

(Qp x 1 55)

Dilution Factor =

r2 64 cfs + (0 129 M

GD

x 1 55)) 129 M

GD

x 155

Dilution Factor =

(2 8390 199)

Dilution Factor =

1426

Maxim

um D

aily Total R

esidual Chlorine (T

RC

)

Max D

aily TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass F

reshwater A

cute)

Max D

aily TR

C =

(1426)(19 ugL)

Max D

aily TR

C =

27094 ugL

A verage M

onthly Total R

esidual Chlorine (T

RC

)

Average M

onthly TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C


Average M

onthly TR

C =

(14 26)(11 ugL)

Average M

onthly TR

C =

156 86 ugL




























7312008

Not

ice

ofIn

tent

for

Non

cont

act C

oolin

g W

ater

Gen

eral

Per

mit

Appendix 4

Wee

tabi

x Fo

od C

ompa

ny

20 C

amer

on S

tree

t C

linto

n M

A

Out

fall

Des

crip

tion

Flow Rate

Ave

rage

Dai

ly

Max

Dai

ly

Outfall No

Dis

char

ge L

ocat

ion

(See

Site

Pla

n)

Lon

gitu

de

Lat

itude

E

quip

men

t (g

pm)

Flow

(gp

d)

Flow

(gpd

) M

in T

emp

Max

Tem

p M

ax p

H

Min

pH

NC

CW

ties

in w

ith r

oof

drai

ns a

nd d

isch

arge

s w

ith s

tonn

wat

er

disc

harg

e sy

stem

to p

ipe

near

par

king

lot

7168

0 42

410

C

S-2

Com

Mill

s 57

600

5760

0 C

S-I

Bra

n L

ine

Mil

4 p

ipe

disc

harg

ing

off 1

st fl

oor

roof

into

riv

er

716

80

424

10

Cs-

I 3r

d Fl

oor

Ric

e M

ils

5760

0 57

600

N

CC

W d

isch

arge

s vi

a pi

pe a

t Eas

t Wal

l of

com

pres

sor

room

fl

ows

acro

ss g

roun

d to

riv

er

7167

9 42

410

C

om p

reS

sors

14

400

1440

0

NO

I Out

fall

Des

crip

tion

xls

9124

1200

8

g


oncontact Cooling W

ater General Perm

it Appendix 5

Weetabix Food C

ompany

20 Cam

eron Street C

linton MA

Dilution Factor


x 1

55)1

(Qp x 1 55)

Dilution Factor =

r2 64 cfs + (0 129 M

GD

x 1 55)) 129 M

GD

x 155

Dilution Factor =

(2 8390 199)

Dilution Factor =

1426

Maxim

um D

aily Total R

esidual Chlorine (T

RC

)

Max D

aily TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass F

reshwater A

cute)

Max D

aily TR

C =

(1426)(19 ugL)

Max D

aily TR

C =

27094 ugL

A verage M

onthly Total R

esidual Chlorine (T

RC

)

Average M

onthly TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C


Average M

onthly TR

C =

(14 26)(11 ugL)

Average M

onthly TR

C =

156 86 ugL




























7312008

g


oncontact Cooling W

ater General Perm

it Appendix 5

Weetabix Food C

ompany

20 Cam

eron Street C

linton MA

Dilution Factor


x 1

55)1

(Qp x 1 55)

Dilution Factor =

r2 64 cfs + (0 129 M

GD

x 1 55)) 129 M

GD

x 155

Dilution Factor =

(2 8390 199)

Dilution Factor =

1426

Maxim

um D

aily Total R

esidual Chlorine (T

RC

)

Max D

aily TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C

lass F

reshwater A

cute)

Max D

aily TR

C =

(1426)(19 ugL)

Max D

aily TR

C =

27094 ugL

A verage M

onthly Total R

esidual Chlorine (T

RC

)

Average M

onthly TR

C =

(Dilution Factor) X

(Water Q

uality Criteria C


Average M

onthly TR

C =

(14 26)(11 ugL)

Average M

onthly TR

C =

156 86 ugL




























7312008




























7312008

Weetabix Food Company, Clinton, MA: Notice of Intent for the … · 2012-04-22 · Email address of...

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Transcript of Weetabix Food Company, Clinton, MA: Notice of Intent for the … · 2012-04-22 · Email address of...